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Home My WebLink About2716-12cA.1.E P" 01110110216 (M. s CIL fR t NOR: NEWS, IL 0ONTIM 90 WY 0 16111111111 w LM V SPLICE am TYP• SPLICE BOX ASSEMBLY ;Z� "a. JP+ d41vs. QUICK COUP LER VALVE FVWH GRA i -_ - - - 1"N OR "TERM. LIM dls TEE OR EM _ • tZ' I�PL,� �' . - TEE OR Bl - MAN OR L.ATP.AL UM • sTR�T eLL -H--MU= W ,S 1R= I SCHW- A 9- 80 PVC FMR NOM AtL PSE A&D IFT11 I PM SKAU. BE 9 -CH -M aoPVC UNUM CffHERVVM SPECFED . SWING JOW. f�P CF1�(kl�p LM ►lo^�: a1.1�4f+�asm rT 1 R/c *34 40 04.t- aF-rrIL 1.�64 POPAP SPRAY 4- , 3~ ORVY MEAD PVC NrPLF. ir A\ PVC LAT. UM SMUB* SPRAY HEADWFAM BOTH E" dIL ikvWAL UnPVC Ta M RL ER FNM SUM 40 PVc sir eu. • NOT& ALL ��S TO BE �� B-1 IBRLM HEM 3 JOIN -re ;fru. NE3 IRRIGATION LEGEND IRIVQATM HEADS -Y our F 7"5 �� '- SM MariModal 7, o; Toro Qat e • 570Z -12P-10 Q,T,H,F Pop up shrub spray 30 .4, .52, .71, 1.45 10" ' 006 v 570Z•12P-12 Q,T,H,F Pop up shrub spray 30 .5, .72, 1.09, 2.16 12' ft;wj'-!1k, LQrll v i v v 570Z -12P-15 Q,T,H,TQ,F Pop up shrub spray 30 .85, 1.1, 1.65.2.6.3.6 1S 14 r 570Z -12P -EST EST Pop up end strip 30 0.45 4'x15' _ "1�� M 570Z -12P -SST SST Pop up side strip 30 0.9 4'x30' \ : r,• lC.I v I •p If ea a 570Z -6P-10 Q,T,H,F Pop up turf spray 30 .4_52,111.1.49 1(y \ rxV4N) W#424.? - K- P�i•4.1 0 00 O 570Z -6P-12 Q,T,H,F Pop up turf spray 30 .5, .72, 1.09, 2.19 12' / \ V R.4 P - tC4 Pro • 12 Q v i v ip v 570Z -6P-15 Q,T,H,TQ,F Pop up turf spray 30 .85, 1.1, 1.65, 2.6. 3.6 15' \ w 570Z -6P -EST EST Pop up end strip 30 0.45 4'05' / \LOD�(3� rF�. U 570Z -6P -SST SST Pop up side strip 30 0.9 4'x30" � g(e(6 6570S-10 Q,T,H,F Shrub spray on riser 30 .4, .52, .71, 1.49 9' / Go1J 5wr PA„GTP PJ 06 6570S-12 Q,T,H,F Shrub spray on riser 30 .5, .72, 1.09, 2.16 11' \ Ffl(1. F)(AICT $► v 570S-15 Q,T,Hy� Shrub spray on riser. 1.1, 1.65, 3,6 13' • 570S -FB :"L5ADJ . Z'f Bubbler on riser • 2v ON anAModel scriut� PSI GPM Radius 5 Toro fpr b XP300P-Q-05 5 Pop up turf rotor 60 1.32 31 I Cpl g n5b31'T'fP XP300P-115-05 5 Pop up turf rotor 60 1.69 3-ite6 XP300P-H-05 5 Pop up turf rotor 60 2.65 31' 131b4edl XP300P-F-05 5 Pop up turf rotor 60 5.29 31' \ b XP300P-Q-10 10 Pop up turf rotor 60 2.7 42', *-115`6 XP30OP-115-10 10 Pop up turf rotor 60. 3.5 42' t•-edl XP300P-H-10 10 Pop up turf rotor 60 5.41 '42' Q' ,Y pw�; -r? Mfio^ to %e d1I XP300P-F-10 10 Pop up turf rotor 60 10.81 42' 0 641-02-41 41 Pop up turf rotor 60 11 54' 430 640-02-43-127 43 Pop up turf rotor 60 15.7 59' Q 0 642-02-44 44 Pop up turf rotor 60 19.9 61' O 644-02-44 44 Pop up turf rotor 60 19.9 61' lRet�toN VALVES\ Q-aPe.43- 7V C, v, t: series remote cor* valve. Sinter as noted on pians. Refer to detail. \ �� U / StXf,Pa OR 16OPWFUS series pressure reducing remote control valve. Size as noted on piens. Refer N detail. CO Rainbird 33 D quick coupler. Rater to deal.PH H Nibco T-113 series threaded bronze gate valve. one sin. For valves 3' and smaller. Refer to do1aN. ` I r•'� 1 ►� t Nibco F-619 series flanged gate valve, line size, for 4' and 8'. Refer a detail- ) Sr� G, K�� "l i series master valve. Refer to Point of Connection Callout on pians. Refer to detail. - / k �}"pVIN r v� Wilkins 500 series 2' pressure reducing valve with standard spring range. Set at spproximatQfy 45 peL CA%*r INN R � ► Contractor shall fine tune adjustment as required to achieve maximum performance. PIPE 'Lasko' or approved equal class 200 PMC h tersf Nae, Bury M**Mm 12' below finish gredo. Bile ae noted on plans. Refer to detail. AN lateral line passing under paving or hardscape shall be schedule 40 t ��T Lqao-you7 PVC. Refer to irrigation notes. I VI ' `' 'A•`'Potxr,,,oQ t� )e � i `p�'�-, � 'Casco' or approved equal PVC main One: Mainline 1-1/2' and anular shall be schedule 40 PVC. Mainline 20• 4' shah be class 315 PVC. • Mainline 6' shah be Basketed class 200 PVC. Bury mainNrw 3' and smaller minimum 18' below finish grade. MainNne 4' and larger ehaN be beniy minimum 24' below finish grade. Where mainline passes under street, mainline shah be buried 24' below subgrade. ---»._ schedule 40 PVC etectrtcal COnulult. 9ury 11l'1240 betanlu► fM'tleh grads /Sub -grads. Extend 12' beyond edge of paving. Size as required. Piping, controller wiring and communication cable under asphak or concrete shah be sleeved separately through Sch. 40 PVC pipe. Sleeving shah be installed a minimum of 24• below street or pricing id paved surlaoes. sleeving etnaN be installed a miniinunn of 1r under walls. Schedule 40 PVC :leaving (2x size of pipe inside). Bury mninurn 18'/4• below finish grade/ sur grade. Extend 120 beyond edge of pvirp. All pipe Saul be installed, nepecMd and bea~ per Cly apeclllosMlnns. ,• .T® Automatic nntrntler "I- Toro Network 8000 series Satellite Controller modM 1 -, 32 station field sateNlN controller in , r 'Myers' model 6 MEUGD-I light green powder coated steel metered enclosure. Final location to be approved by City Inspector. Coordinate installation of electric meter with General Contractor. 115 V!!C. = - 50/60 Hz. , 0.35 amp (• 115 VAC, 60Hz.) independent power for oontroNer and electric meter to provident for b =Owner and installed per Engineers ns. Irrigation Contractor Saul make final hookups. Instal `. •� �' �"" ;_-PC, TNG:, 1. � `? "*1�"".•, f3IK��KG ' E�hj 8r'�t)f� I~'IP•� laC.�iA�•1 TZ' � <.a PMIfNi�p GT`!` ilii= Provide Sensor Mput Board (SIB) model s995-63 to interface with flow meter and ran shut ole device, etc. Provide Radio lhk Kit I>t 86.7811 to communicate with Cental Command. Provide ground rod and surge protection for each satellite controller. Provide all radia �equipment compatible with VHF. � i - Automatic Controller �� ( .,�-•- •.�.,,.•L,_.L,� � t t �� fU��` P*tV LTA.-• ` Toro Network 8000 series Satellite Controller model 132-�•0� 32 sation field sateNile controller in 'Myers' model #t MEUG-I-U 485 Not green powder coated steel enclosure. Hardwire (communication wire) to controNer'J' via Paige armored 2 Pak cable model ITP -7162D -A1. Final location to be approved 4� l� � '♦.�" t/ by City In 115 VAC, 50/60 Hz. , 0.35 amp (• 115 VAC. 60Nz.) independent power for owNroMer �. to provided for by Owner and instalWater Ustsir l NT a1 Pou�40 C?WV�4 /0 1 - N004 -vv to< I wor. ii * in �I Il l IUl� CEMENT SHALL CONFORM TO UtIIC STO NO. 26-1; CONCRETE BLOCKS SHALL CONFORM TO UBC STD NO. 24-4 AND ASTM C90; REINFORCEMENT SHALL CONFORM TO UBC STD NO. 2e4 lul AND ASTM A615 GRADE 40, AND SHALL BE DEFORMED; AGGREGATE SHALL CONFORM TO UBC STD NO. 24-23 FOR GROUT AND UBC STD NO. 26-2 FOR CONCRETE; WATER USED IN • MIXING CONCRETE, MORTAR, AND (TROUT SHALL BE CLEAN AND FREE FROM INJURKKJi AMOUNTS OF OILS, SALTS, ORGANIC MATERIALS OR OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO THE CONCRETE, MORTAR, GROUT, OR REINFORCEMENT. 2. e 0w,r= 141r rU"✓I V Hia . 3. 5C.4 40 4. Isum PM - t----♦ Fr, t-049 woe ;Z� "a. JP+ d41vs. QUICK COUP LER VALVE FVWH GRA i -_ - - - 1"N OR "TERM. LIM dls TEE OR EM _ • tZ' I�PL,� �' . - TEE OR Bl - MAN OR L.ATP.AL UM • sTR�T eLL -H--MU= W ,S 1R= I SCHW- A 9- 80 PVC FMR NOM AtL PSE A&D IFT11 I PM SKAU. BE 9 -CH -M aoPVC UNUM CffHERVVM SPECFED . SWING JOW. f�P CF1�(kl�p LM ►lo^�: a1.1�4f+�asm rT 1 R/c *34 40 04.t- aF-rrIL 1.�64 POPAP SPRAY 4- , 3~ ORVY MEAD PVC NrPLF. ir A\ PVC LAT. UM SMUB* SPRAY HEADWFAM BOTH E" dIL ikvWAL UnPVC Ta M RL ER FNM SUM 40 PVc sir eu. • NOT& ALL ��S TO BE �� B-1 IBRLM HEM 3 JOIN -re ;fru. NE3 IRRIGATION LEGEND IRIVQATM HEADS -Y our F 7"5 �� '- SM MariModal 7, o; Toro Qat e • 570Z -12P-10 Q,T,H,F Pop up shrub spray 30 .4, .52, .71, 1.45 10" ' 006 v 570Z•12P-12 Q,T,H,F Pop up shrub spray 30 .5, .72, 1.09, 2.16 12' ft;wj'-!1k, LQrll v i v v 570Z -12P-15 Q,T,H,TQ,F Pop up shrub spray 30 .85, 1.1, 1.65.2.6.3.6 1S 14 r 570Z -12P -EST EST Pop up end strip 30 0.45 4'x15' _ "1�� M 570Z -12P -SST SST Pop up side strip 30 0.9 4'x30' \ : r,• lC.I v I •p If ea a 570Z -6P-10 Q,T,H,F Pop up turf spray 30 .4_52,111.1.49 1(y \ rxV4N) W#424.? - K- P�i•4.1 0 00 O 570Z -6P-12 Q,T,H,F Pop up turf spray 30 .5, .72, 1.09, 2.19 12' / \ V R.4 P - tC4 Pro • 12 Q v i v ip v 570Z -6P-15 Q,T,H,TQ,F Pop up turf spray 30 .85, 1.1, 1.65, 2.6. 3.6 15' \ w 570Z -6P -EST EST Pop up end strip 30 0.45 4'05' / \LOD�(3� rF�. U 570Z -6P -SST SST Pop up side strip 30 0.9 4'x30" � g(e(6 6570S-10 Q,T,H,F Shrub spray on riser 30 .4, .52, .71, 1.49 9' / Go1J 5wr PA„GTP PJ 06 6570S-12 Q,T,H,F Shrub spray on riser 30 .5, .72, 1.09, 2.16 11' \ Ffl(1. F)(AICT $► v 570S-15 Q,T,Hy� Shrub spray on riser. 1.1, 1.65, 3,6 13' • 570S -FB :"L5ADJ . Z'f Bubbler on riser • 2v ON anAModel scriut� PSI GPM Radius 5 Toro fpr b XP300P-Q-05 5 Pop up turf rotor 60 1.32 31 I Cpl g n5b31'T'fP XP300P-115-05 5 Pop up turf rotor 60 1.69 3-ite6 XP300P-H-05 5 Pop up turf rotor 60 2.65 31' 131b4edl XP300P-F-05 5 Pop up turf rotor 60 5.29 31' \ b XP300P-Q-10 10 Pop up turf rotor 60 2.7 42', *-115`6 XP30OP-115-10 10 Pop up turf rotor 60. 3.5 42' t•-edl XP300P-H-10 10 Pop up turf rotor 60 5.41 '42' Q' ,Y pw�; -r? Mfio^ to %e d1I XP300P-F-10 10 Pop up turf rotor 60 10.81 42' 0 641-02-41 41 Pop up turf rotor 60 11 54' 430 640-02-43-127 43 Pop up turf rotor 60 15.7 59' Q 0 642-02-44 44 Pop up turf rotor 60 19.9 61' O 644-02-44 44 Pop up turf rotor 60 19.9 61' lRet�toN VALVES\ Q-aPe.43- 7V C, v, t: series remote cor* valve. Sinter as noted on pians. Refer to detail. \ �� U / StXf,Pa OR 16OPWFUS series pressure reducing remote control valve. Size as noted on piens. Refer N detail. CO Rainbird 33 D quick coupler. Rater to deal.PH H Nibco T-113 series threaded bronze gate valve. one sin. For valves 3' and smaller. Refer to do1aN. ` I r•'� 1 ►� t Nibco F-619 series flanged gate valve, line size, for 4' and 8'. Refer a detail- ) Sr� G, K�� "l i series master valve. Refer to Point of Connection Callout on pians. Refer to detail. - / k �}"pVIN r v� Wilkins 500 series 2' pressure reducing valve with standard spring range. Set at spproximatQfy 45 peL CA%*r INN R � ► Contractor shall fine tune adjustment as required to achieve maximum performance. PIPE 'Lasko' or approved equal class 200 PMC h tersf Nae, Bury M**Mm 12' below finish gredo. Bile ae noted on plans. Refer to detail. AN lateral line passing under paving or hardscape shall be schedule 40 t ��T Lqao-you7 PVC. Refer to irrigation notes. I VI ' `' 'A•`'Potxr,,,oQ t� )e � i `p�'�-, � 'Casco' or approved equal PVC main One: Mainline 1-1/2' and anular shall be schedule 40 PVC. Mainline 20• 4' shah be class 315 PVC. • Mainline 6' shah be Basketed class 200 PVC. Bury mainNrw 3' and smaller minimum 18' below finish grade. MainNne 4' and larger ehaN be beniy minimum 24' below finish grade. Where mainline passes under street, mainline shah be buried 24' below subgrade. ---»._ schedule 40 PVC etectrtcal COnulult. 9ury 11l'1240 betanlu► fM'tleh grads /Sub -grads. Extend 12' beyond edge of paving. Size as required. Piping, controller wiring and communication cable under asphak or concrete shah be sleeved separately through Sch. 40 PVC pipe. Sleeving shah be installed a minimum of 24• below street or pricing id paved surlaoes. sleeving etnaN be installed a miniinunn of 1r under walls. Schedule 40 PVC :leaving (2x size of pipe inside). Bury mninurn 18'/4• below finish grade/ sur grade. Extend 120 beyond edge of pvirp. All pipe Saul be installed, nepecMd and bea~ per Cly apeclllosMlnns. ,• .T® Automatic nntrntler "I- Toro Network 8000 series Satellite Controller modM 1 -, 32 station field sateNlN controller in , r 'Myers' model 6 MEUGD-I light green powder coated steel metered enclosure. Final location to be approved by City Inspector. Coordinate installation of electric meter with General Contractor. 115 V!!C. = - 50/60 Hz. , 0.35 amp (• 115 VAC, 60Hz.) independent power for oontroNer and electric meter to provident for b =Owner and installed per Engineers ns. Irrigation Contractor Saul make final hookups. Instal `. •� �' �"" ;_-PC, TNG:, 1. � `? "*1�"".•, f3IK��KG ' E�hj 8r'�t)f� I~'IP•� laC.�iA�•1 TZ' � <.a PMIfNi�p GT`!` ilii= Provide Sensor Mput Board (SIB) model s995-63 to interface with flow meter and ran shut ole device, etc. Provide Radio lhk Kit I>t 86.7811 to communicate with Cental Command. Provide ground rod and surge protection for each satellite controller. Provide all radia �equipment compatible with VHF. � i - Automatic Controller �� ( .,�-•- •.�.,,.•L,_.L,� � t t �� fU��` P*tV LTA.-• ` Toro Network 8000 series Satellite Controller model 132-�•0� 32 sation field sateNile controller in 'Myers' model #t MEUG-I-U 485 Not green powder coated steel enclosure. Hardwire (communication wire) to controNer'J' via Paige armored 2 Pak cable model ITP -7162D -A1. Final location to be approved 4� l� � '♦.�" t/ by City In 115 VAC, 50/60 Hz. , 0.35 amp (• 115 VAC. 60Nz.) independent power for owNroMer �. to provided for by Owner and instalWater Ustsir l NT _ • t �.'� �;%:� J ;..' ,_-••� , ;` ��,'` •�-` 4 CITY OF FONTANA STANDARD CONCRETE BLOCK WALL NOTE! ii * /. CEMENT SHALL CONFORM TO UtIIC STO NO. 26-1; CONCRETE BLOCKS SHALL CONFORM TO UBC STD NO. 24-4 AND ASTM C90; REINFORCEMENT SHALL CONFORM TO UBC STD NO. 2e4 I '. � � �, `!;,,� ""= t'"'w'■ � � AND ASTM A615 GRADE 40, AND SHALL BE DEFORMED; AGGREGATE SHALL CONFORM TO UBC STD NO. 24-23 FOR GROUT AND UBC STD NO. 26-2 FOR CONCRETE; WATER USED IN • MIXING CONCRETE, MORTAR, AND (TROUT SHALL BE CLEAN AND FREE FROM INJURKKJi AMOUNTS OF OILS, SALTS, ORGANIC MATERIALS OR OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO THE CONCRETE, MORTAR, GROUT, OR REINFORCEMENT. 2. L BE: 1 PART CEMENT TO 2 PARTS SAID TO 3 PARTS aR11V't FOOTING CONCRETE SHALgo,440, . 3. GROUT SHALL CONFORM TO THE 3 OF USC aTD NO. 24-tf Id6D 3FW.L BE: 1 PART CEMENT TO 3 PARTS SAND TO 2 PARTS PEA GRAVEL -- MAXIMUM SIZE 316•. (F C=2,000PSI). 4. Isum PM - MORTAR SHALL CONFORM TO THE REQUIREMENTS OF UBC STD No. 24.20 AND SHALL tllE: 1 1, (PX 60 � S1� - LJ It F- PART CEMENT TO 1M PART LIME TO 3 PARTS SANDI!C TES: .Vw�! ALL MATERIALS T 46:5PHI � �� SHALL BE STORED IN A MANNER SUCH THAT DETERIORATION OR INTRUSION OF FOREIGN MATERIALS IS PREVENTED AND THAT THE MATERIAL WILL BE CAPABLE Of MEETING I�`, I �r , I ^ �• C_ _ _ � v LA� / G/� f�'-I APPLICABLE REQUIREMENTS AT THE TIME OF MIXING. MASONRY MATERIALS SHALL BE STORED SO THAT AT THE TIME OF USE THE MATERIALS ARE CLEAN AND SUITABLE FOR THE INTENDED USE. STRUCTURALA' v►' F- LJMM09LY �f JL�..� �/�J � t Mow. CONCRETE MASONRY UNITS'Jf1AL,! NOT BE WETTED UNLESS OTHERWISE APPROVED, REINFORCEMENT SHALL BE PLACED PRIOR TO INSPECTION AND Q}tOtfflN'G, I �' M� �. � WRfi VERTICAL LOCATED IN THE CENTER OF THE CELL. ALL REINFORCEMENT SHALL BE FREE FROM LOOSE RUST AND OTHER COATINGS THAT WOULD 1-0' �' " If�'IIBIT REINFORCING BONG, AND SHALL BE SECURED AGAINST DISPLACEMENT PRIOR TO THE PLACEMENT OF CONCRETE $44 �• If -1 OR GROUTING BY WIRE POSITIONERS OR OTHER SUITABLE DEVICES AT INTERVALS NOT EXCEEDING 200 BAR DIAMETERS NOR 10 FEET. GROUT STOP SHALL BE COMPLFTIOLY OMITTED AT ALL CELLS CONTAINING VERTICAL REINFORCEMENT. orf. THE TOP FOOTINGS SHALL BE LEVEL. IF GROUND SLOPES, FOOTINGS SHALL BE STEPPED SO THAT BOTTOM THE FOOTING ARE LEVEL KNVS ALL EXCAVATSHALL BE CLEAN IN AL F 4. AND CONTAIN NO LOOSEARTH OR OTHER FOREIGN MATERIAL. THE METHOD OF MEASURING MATERIAL FOR MORTAR AND GROUT SF4/1LL BE SUCH TMI1T PROPORTIONS OF THE O �� (•� �!, • MATERIALS CAN BE CONTROLLED. THE MORTAR SHALL BE SUFFICIENTLY PLASTIC AND UNITS SHALL BE PLACED WITH SUFFICIENT PRESSURE TO EXTRUDE MORTAR FROM � • _ .� '- • � ' � � � � ao � �. THE JOINlilt T AND PRODUCE A TIGHT JOINT. MORTAR OR GROUT WHICH HAS HARDENED OR STIFFENED DUE TO HYDRATION OF THE CEMENT SHALL NOT SE • � � BUT UNDER. NO CASE SHALL MORTAR BE USED TWO AND ONE -HALF HOURS (2-1/2 HRS). RS), NOR GROUT USED ONE AND ONE -HALF HOURS (1-1/2 HRS), AFTER THE MNTIAL MIXMIO n T)KP �cc tip WATER HAS BEEN ADDED TO THE DRY INGREDIENTS AS THE JOB -SIT E. THE INITIAL BED JOINT TFNCICNESS SHALL NOT BE LESS THAN 1/4' NOR MORE THAN 1•; SUBSEQUENT BED JOINTS ed per Engineers plans. Irrigation Contractor aitaN mala fines hookups. Provide Around rod and surge protection for each sateWa cantrolle. JC LL UJ �_ - SHALL BE NOT LESS THAN 114' NOR MORE THAN 5/8' IN THICKNESS. ALL HEAD AND BED JOINTS SHALL BE FILLED SOLIDLY WITH MORTAR FOR A Owner E Exact k>calioll � 6. S FLe�s, lax Le� �4 RooL^ 4TseLZaa� SVO-.-)�Se, 40 - ft 1 CL. c045P. &Ox *eo* a (3) mandolded 2' waters meter provrded for and nstaNed by per nglneera plea, and size to be verified by IrripaMon Contractor prior to work Refer to plan PeW of Cmwim CaML ^t,Ll�41 lel 001 FL*Av C04C% • Backflow Preventsir Feboo 825YD 40 reduced pressure backflow device. Refer to Point of Connection Calout on pians for . sizing Refer to detail. Provide 100 mesh bronze •Y• strainer. Instal Le Meur two piece stainless Nell - �N mesh backflow endamm over backflow. Instal size as required and per manufacturers -'�••, �..-•�•--.� y,,,.�•� recommendations. ® Fleo Mwac Data industrial IR -220P Series 4' tbw sensor. Pmvift Data 1091tsslrisl MOM NO -15 Put" ONW �►,� � transmitter mounted in controller enclosure. Provide all hardware required to instal all equipment.; i " 0 Instal per manufacturers Railer to detail. Refer to Point of Connection Colloid for sizing and further inAormalonn. 0Roostw BM �UN 7�'T1oN �►.-v Constantflow pump aaembiy. Refer to pian celout and spa ALL RADIO ECARI'MENT SILL BE FOR VHF. ��i�i:,► ALL TORO NETWORK 8000 EQUIPMENT CAN BE OBTAINED FROM CAUFORMA TURF P>#40 0.04241-0 , r jp DISTRIBUTION, CONTACT CLNM8 NEWMAN AT (619) 793.3900. (PAGER). Q •� LO ; Pow ►�'�� IF _ • t �.'� �;%:� J ;..' ,_-••� , ;` ��,'` •�-` 4 CITY OF FONTANA STANDARD CONCRETE BLOCK WALL NOTE! ii * /. CEMENT SHALL CONFORM TO UtIIC STO NO. 26-1; CONCRETE BLOCKS SHALL CONFORM TO UBC STD NO. 24-4 AND ASTM C90; REINFORCEMENT SHALL CONFORM TO UBC STD NO. 2e4 I '. � � �, `!;,,� ""= t'"'w'■ � � AND ASTM A615 GRADE 40, AND SHALL BE DEFORMED; AGGREGATE SHALL CONFORM TO UBC STD NO. 24-23 FOR GROUT AND UBC STD NO. 26-2 FOR CONCRETE; WATER USED IN • MIXING CONCRETE, MORTAR, AND (TROUT SHALL BE CLEAN AND FREE FROM INJURKKJi AMOUNTS OF OILS, SALTS, ORGANIC MATERIALS OR OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO THE CONCRETE, MORTAR, GROUT, OR REINFORCEMENT. 2. L BE: 1 PART CEMENT TO 2 PARTS SAID TO 3 PARTS aR11V't FOOTING CONCRETE SHALgo,440, . 3. GROUT SHALL CONFORM TO THE 3 OF USC aTD NO. 24-tf Id6D 3FW.L BE: 1 PART CEMENT TO 3 PARTS SAND TO 2 PARTS PEA GRAVEL -- MAXIMUM SIZE 316•. (F C=2,000PSI). 4. Isum PM - MORTAR SHALL CONFORM TO THE REQUIREMENTS OF UBC STD No. 24.20 AND SHALL tllE: 1 1, (PX 60 � S1� - LJ It F- PART CEMENT TO 1M PART LIME TO 3 PARTS SANDI!C TES: .Vw�! ALL MATERIALS T 46:5PHI � �� SHALL BE STORED IN A MANNER SUCH THAT DETERIORATION OR INTRUSION OF FOREIGN MATERIALS IS PREVENTED AND THAT THE MATERIAL WILL BE CAPABLE Of MEETING I�`, I �r , I ^ �• C_ _ _ � v LA� / G/� f�'-I APPLICABLE REQUIREMENTS AT THE TIME OF MIXING. MASONRY MATERIALS SHALL BE STORED SO THAT AT THE TIME OF USE THE MATERIALS ARE CLEAN AND SUITABLE FOR THE INTENDED USE. STRUCTURALA' v►' F- LJMM09LY �f JL�..� �/�J � t Mow. CONCRETE MASONRY UNITS'Jf1AL,! NOT BE WETTED UNLESS OTHERWISE APPROVED, REINFORCEMENT SHALL BE PLACED PRIOR TO INSPECTION AND Q}tOtfflN'G, I �' M� �. � WRfi VERTICAL LOCATED IN THE CENTER OF THE CELL. ALL REINFORCEMENT SHALL BE FREE FROM LOOSE RUST AND OTHER COATINGS THAT WOULD 1-0' �' " If�'IIBIT REINFORCING BONG, AND SHALL BE SECURED AGAINST DISPLACEMENT PRIOR TO THE PLACEMENT OF CONCRETE $44 �• If -1 OR GROUTING BY WIRE POSITIONERS OR OTHER SUITABLE DEVICES AT INTERVALS NOT EXCEEDING 200 BAR DIAMETERS NOR 10 FEET. GROUT STOP SHALL BE COMPLFTIOLY OMITTED AT ALL CELLS CONTAINING VERTICAL REINFORCEMENT. orf. THE TOP FOOTINGS SHALL BE LEVEL. IF GROUND SLOPES, FOOTINGS SHALL BE STEPPED SO THAT BOTTOM THE FOOTING ARE LEVEL KNVS ALL EXCAVATSHALL BE CLEAN IN AL F 4. AND CONTAIN NO LOOSEARTH OR OTHER FOREIGN MATERIAL. THE METHOD OF MEASURING MATERIAL FOR MORTAR AND GROUT SF4/1LL BE SUCH TMI1T PROPORTIONS OF THE O �� (•� �!, • MATERIALS CAN BE CONTROLLED. THE MORTAR SHALL BE SUFFICIENTLY PLASTIC AND UNITS SHALL BE PLACED WITH SUFFICIENT PRESSURE TO EXTRUDE MORTAR FROM � • _ .� '- • � ' � � � � ao � �. THE JOINlilt T AND PRODUCE A TIGHT JOINT. MORTAR OR GROUT WHICH HAS HARDENED OR STIFFENED DUE TO HYDRATION OF THE CEMENT SHALL NOT SE • � � BUT UNDER. NO CASE SHALL MORTAR BE USED TWO AND ONE -HALF HOURS (2-1/2 HRS). RS), NOR GROUT USED ONE AND ONE -HALF HOURS (1-1/2 HRS), AFTER THE MNTIAL MIXMIO n T)KP �cc tip WATER HAS BEEN ADDED TO THE DRY INGREDIENTS AS THE JOB -SIT E. THE INITIAL BED JOINT TFNCICNESS SHALL NOT BE LESS THAN 1/4' NOR MORE THAN 1•; SUBSEQUENT BED JOINTS Cl) JC LL UJ �_ - SHALL BE NOT LESS THAN 114' NOR MORE THAN 5/8' IN THICKNESS. ALL HEAD AND BED JOINTS SHALL BE FILLED SOLIDLY WITH MORTAR FOR A - �I¢ � 6. DISTANCE IN FROM THE FACE OF THE UNIT NOT LESS THAN THE THICKNESS OF THE SHELL (IF REQUIRED, HEAD JOINTS MAY BE OMITTED IN THE FIRST COURSE FOR WEEP HOLES.) SURFACES TO BE IN CONTACT WITH MORTAR OR GROUT SHALJPO L BE CLEAN AND FREE FROM DELETERIOUS MATERIALS. 7. PRIOR TO GROUTING, THE GROUT SPACE SHALL HAVE VERTICAL CXNTMIUITY AND SHALL BE W CC � m O 'Z CLEAN SO THAT ALL SPACES TO BE FILLED WITH GROUT DO NOT CONTAIN MORTAR PROJECTIONS GREATER THAN 1/2', MORTAR DROPPINGS, OR OTHER FOREIGN MATEMM. �- �j.�-•. �y�• I � y� ALL CELLS AND SPACES CONTAIPNN(i REMrFORCNrG BARS SHALL BE FILLED SOLIDLY WITH GROUT. e. IF ANY PORTION Of THE WALL is TO EXTEND ACROSS A PROPERTY LINE, WRITTEN ,,,,,.• - � �, ,,,, t •�•.•• f. (NOTARIZED) PERMISSION FROM THE ADJACENT PROPERTY OWNER IS REQUIRED. INSPECTIONS REQUIRED: FOOTING, GROUT, AND FINAL. (NO CONCRETE OR GAtx/T INM.L BE PLACED PRIOR TO INSPECTION AND APPROVAL.) ✓✓ �' �) 10. 6' 1ARIDE SLUMP OLOk?If AND 4' WitiE PREi'.iWON IilOp( AIS NOT PERMITTED. 2�/e p0C.►T /l. * T'$II QSTL Or drVF s - N ISN th l Pt.�oc��r' c�� o�r►1� , QTc, Pea. q=r1" ,.11" MUvi.IT• Imo*-�=.l.Z Ta � l q„y• Il li M h� 5�►�- SO 7lo S7DP/ DU60U'r L�'o NT S Lie t7us ra+ Pqr I � ii'tAD EX:rOLrvr*y 60A4.__ 0/4i"IN A '-}EP�✓Y N �T' - fflW*VTY I NrJ*TPl 9* Foe -Tv GUNS: A.,"N. Qf'�i101J ��i� �-•6. �' C�1o't) Tom'•',". %�i/�i/ TA MP'r 1 N 97pVC-T►ONls► a+,z1 e.:A� 45v HOW C4"R.-Prila- it4��-L0ob-T7 oW p Lu _J Lii • < a 3:O N � 0 W Z °' 0 Na c O ww cLIL Z QQ x Q W 0 (D o N J Q W Z W > Q Q Cl W ' W W Q Z Z } W H .LL LL Z W U o �C Q a C� � C o } V m vo m W cc W o o �•c�►!i, iRi i.rt: EWSI� ii * �1 i, W . W Z O • U a • O N OZaQ �O(z� �cc Woo Cl) JC LL UJ �_ - �ZC'3V 0 W ZaQ� 0 W CC � m O 'Z Z 'w Z � U G ice:► Lu _J Lii • < a 3:O N � 0 W Z °' 0 Na c O ww cLIL Z QQ x Q W 0 (D o N J Q W Z W > Q Q Cl W ' W W Q Z Z } W H .LL LL Z W U o �C Q a C� � C o } V m vo m W cc W o o �•c�►!i, iRi i.rt: EWSI� ii * �1 i, W . W Z O • U a • O N OZaQ �O(z� �cc Woo Cl) JC LL UJ �_ - �ZC'3V 0 W ZaQ� 0 W CC � m O 'Z Z 'w Z � U Ln CO Q r Z V O LLC/) •U w CA 0 J Z Q - Q ZI"= Z W Q O 0 �J LL t.• Y w� V Z low va UTM< sur CllEcx 1 colrn,EMIT IF TE1 MSE- � L,10